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<br />ENGINEERING EXPRESS It
<br />PRODUCT EVALUATION REPORT
<br />September 15, 2020
<br />AMNwlion Nunti er. 178591 - R2
<br />EX Project Numbet. 2031543
<br />Product Manufacturer- All Amencan Shutters and Glass
<br />Manufacturer Address 1540 Donna Road
<br />West Palm Beach. FL 33409
<br />Product Name A Descapbun 24ga Galvanized Steel Storm Panels
<br />Large Missile Impact Resistant
<br />Scope of Evaluation:
<br />This Product Evaluation Report Is being issued ,n accordance with the requirements of the Florida
<br />Department at Business and Prola UiRonal Regulation (Florida SwkDnU Commission) Rub Chapter
<br />G - . F A for t an r 1 The product noted above has been
<br />81 20 3 005 C , statewide acceptance a Method d) W P 1
<br />leated aridforevaluated as summarized heraa 10 show compliance with the Florida Building Code
<br />Seventh Edition (2020) and re, for the purpose Intended, at least equivalent to required by Code
<br />Re-evaluation of this (xoduct shell be required following pertinent Florida Building Code mudlBcahons m
<br />revisions.
<br />Substantiating Data:
<br />A PRODUCT EVALUATION DOCUMENTS
<br />EX drawing 020-31543 titled '24ga Galvanized Steel Storm Panels (HVHZ A Non-HVHZ)'. sheets 1-5,
<br />prepared cry Engineering Express. signed A sealed by Frank Bennardo, P E is an integral part of this
<br />Evaluation Report
<br />TEST REPORTS
<br />Uniform 1 1performance has been losted in accordance with AS 202 lest stands t lest
<br />Un 1 sla Ic shucturaT ids
<br />pe
<br />teporl(s) PST ASG i7-001 by Blackwaler Testing. Inc
<br />Large m mile impact resistance arld cycle: loading performance has been tested in accordance with TAS
<br />201 and TAS 203 lest standards per test reporl(s) #BT-ASG- 1 7-001 by Blackwaler Testing. Inc
<br />A STRUCTURAL ENOINEERINO CALCULATIONS
<br />Structural engineednU calculations have been prepared which evaluate the product based an
<br />comparative and/or rehonal anatysn to quaNfy the following design cnlenA
<br />I . Maximum Allowable Spans
<br />2 Minimum Allowable Spans
<br />3 Minunum GieEs Se anal n
<br />4. Anchor Spacing
<br />160 SW 12'' A V I N U F Sa17r 106, OF t R F I EID BI AC H, IT OR I a A 33442
<br />(954) 3S4-0660 1 (866) 396-9999
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<br />BUILDING CODE (Nor HI h Velec;+ Hurricane Zone
<br />24 GAGE GALVANIZED STEEL STORM PANEL I- .11
<br />ORAL PROTECTION PRODUCTS, LLC. '" "."'
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<br />6.1 .11.4 I'll 20-175
<br />tF, n,.. . - __.__ ....
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<br />Pace ? ul_
<br />All American Shu[lcrs and Glass - 24ga GahNnized StAri Storm Panels
<br />No 33% Increase in allowable stress has been used in the design at this product.
<br />Separation from glazing Is not required lot installations outside of wind zone 4 and essential factlare5
<br />Ire act Resistance:
<br />Large Impact Resistance has been demonstrated as Evidenced In previously Noted test repod(s). And Is
<br />accounted tot in the engineering design of this INO IUM
<br />Wind toad Resistance
<br />This product has been designed to testst word loads as Incitcated in the span schadule(st on the
<br />respective Product Evaluation Document (L.e engineering drawing)
<br />installation
<br />This product shalt be Installed In strict compNance with its respective Product Evaluation Document O e
<br />engineering drawing) along with all components noted Ihersin
<br />Product components shall be of the material specified In that product's respective Product Evahattion
<br />Document (I a engineering drawing)
<br />Limitations8 Conditions of Use:
<br />Use of this product shall be in strict Accordance with the respectre Product Evaluation Oacument It e
<br />engineering drawing) as noted herein
<br />All supporting host structures shall be designed to resiat all superimposed loads and shall be of a mote cal
<br />Nsled m this product's respectvo anchor schedule. Host structure conditions which are not acuounted for
<br />in thi, product's respective anchor schedule shell be designed lot on a slle-specific basis by a registered
<br />professional engineer
<br />All components h which re Dmanant /ittlxtletl sti lea protected against corrosion. c ntamnatlon and
<br />other such damage at all Ames.
<br />This product has been designed for use within and outside The High Velocity Hurricane Zone (HVHZ)
<br />Rcsr ecifully
<br />.ly.. ! 'l•Te
<br />, ],,,e,N
<br />Frank Bennardo. PE
<br />ENGINEERING ERPREsss
<br />RPE•IRJ4b44Q 1 Ccn Auth 0894
<br />160 SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />('354) 3'i4-0660 1 (866) 396-9999
<br />TtA 0EIIG1,IEERINGE%PRESS,COM
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<br />GLASS SEPARATION NOTES: _
<br />M1 NIME/ TF• AAN ",.H O IF ff-ITlV EDESIGN LOAD TO DETERMINE
<br />UM AV OW ARLF SEPARATION FROM THE OPENING TC, BF PROTECTED
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<br />SCHEDULE 15 NOT REQUIRED' AND NO MINIMUM SE PARAIJON FROM TNf
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<br />v 21
<br />1609 OF THE FLORIDA BUILDING SHALL BE LESS THAN
<br />OR UAL TO THE POSITIVE OR NEGATIVE DESIGN
<br />I
<br />• >w y
<br />PRESSURE CA➢ACTTT VALUES LISTED HEREIN FOR ANY
<br />ASSEMBLY AS SHOWN
<br />¢i re m g
<br />-
<br />GENERAL NOTES:
<br />N R
<br />81A
<br />Y
<br />1. fHt5 SPECIFICATION HA: SEEN DESIGNED AND SHALL BE FABRICATED IN
<br />W
<br />ACCORDANCE WITH THE P, VIREMENTS OF THE FLORIDA BUILDING CODE
<br />- a W
<br />'DI
<br />SEVENTH EDITION (2020)P LrE nJ61 DE AND QIIT510E OF TNF NVH7. FR
<br />TAS 201. 202 AND 03 TEST 4ROrOCa IS, CONTRACTOR SHALL INVESTIGATE
<br />C
<br />eee�����i '
<br />AND COMFDAM TO ALL IDCAL eUILLING CODE AMENDMENTS WHICH MAY
<br />APPLY. OPINION CkRtRG BEYOND AS STATED HERE"" MAY REQUIRE
<br />0
<br />ADUOIONALSITE SPECIFIC SEALED ENGINEEROJG,
<br />2 NO 33-t/34 INCREASE IN ALLOWABLE S MESS HAS BEEN LJSEU IN ,ME
<br />DESIGN OF THIS SYSTEM.
<br />3. THE AA,-HITECTIENGINEER OF RECORD FORTHE PROJECT
<br />SU"I'S"FUCTURE WITH WHICH THIS DESIGN t5 OSEOSHAU W RESPONSIBLE
<br />W
<br />-
<br />FORTHEINTEGRIrYOFALLSUPPORTINGSUk;ACES' TO THIS, OESIL4I WHICH
<br />0
<br />'
<br />$
<br />SMALL of COORDINATED BY THE PERMITTING CONTRACTOR,
<br />9 LEPpRPTF 'SRI-bFKTFiC' I. O VAG ryt RING ALL B[ R V WEO ,I,
<br />ORDER To DEVIATE INCH LOAM GEFLPC710N6.E OR SPANS GDPITAa�EO
<br />�• $
<br />F
<br />M RFIN. C NTACTTHIS ENGINEER ALTERNATE SPAI CALCULATIONS A E O N FORI6
<br />s
<br />MAY BE R UIRED EO
<br />THE 4V51'CM DETAIL." HCREI LS CENTRIC AND W S NOT PROVIDE N e
<br />ti
<br />F
<br />N 7
<br />T HE CO ATIOH FOR E AI ED N SYTIMN FOR SIT[ CON GINS R R FLI ISI FROM
<br />THE CO NDII'fDNS DETAILED HEREIN A LICENSED ENGINEER OR CC.TERED
<br />W d
<br />OE ua
<br />Bi
<br />ARCHITECT ECf .ALLPRRPARF slTf SPECIFIC DOCUMF FITS FOR IJSCRN
<br />-OFI,a NCTSaN t'rtTH THIS DOCUMCEJT
<br />fiDESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED
<br />��. rJn'
<br />g
<br />E
<br />- [[ It �
<br />PNWWF E5 DIV106D BY A 2.5 SAFETY FACTOR.
<br />7 ALL FASTENERS TO BE JC'COR[C?MC,Aj SAEGRADCC ,7LLJJNIESS NOTEO
<br />V%
<br />i !
<br />rr1
<br />OiH fRIV1eF. FASTENERS SHALLBE CAI7NIUM-PLATED OR bIME RWISE
<br />CORROSION -RESISTANT MATFRIAL AND SHALL COMPLY Vt ITH "SPECIFICATiCNVS
<br />a. I�
<br />FOR ALLJMRJURI STRUCTUPES" SECTION 3.3BYTHE ALUMINUM ASSOCIATION,
<br />INf.,. E ANY APPLICABLE FEDERAL, STATE, AND/OR LOCAL CODES
<br />;
<br />11
<br />B ATI.STORM PANELS SMALL BE 1.GA STEEL 1..0.02."
<br />e ^a ORM PANELS NIALL CITORM 10 A H q,Sl 7T C�URA,_VI L TY
<br />5T 5 U
<br />I
<br />STEEL, "CrcavArd ED COATING WITH A NJNI wK MUM 0.1 Pail
<br />IV ALL ALL ALUMDIUN EXTRUS[ONS SHALLBE 6067-T6 ALUMINUM ALLOT
<br />LINNOTEO OTHFRVYISE ,I TT
<br />OR 6 BQQM GFrAIL55MOLNH MAY BE INIERC MANGEU Ai ilPlO
<br />Q
<br />ONOItMciislCTATE, PANELS MAYBE MOUNTED VERTTCALLV OR J
<br />HO RONTALLY E AS APPUCAI . -E
<br />R
<br />1 CdVCRETEANC{IETE N OHEREIN LLALL kLLCEMBTH)UHOR&
<br />NON-CRACKEDCO RECOMONLYEINSTALI ALL LONC0.ETF AN CHORE PER AQ
<br />13 LATHE CONTACTOR 12 ENDA71SIB •';
<br />I3, THE FRO" DC7OR IS RESPONSIBLE O PREVENT
<br />OR PROTECTALL rp, rp.
<br />14, ENSI FROM IAA A FINE I HERE 10 TO PRN/ENT FLE(TVgAL DE ®$ r1
<br />19 PEJON tR E O AFFIX EO MERE T IO I ' ST E 5 O L DATE. RVCTURAL DESIGN AG
<br />SHOWN ONLY USE E THISHATE SPECIFICATION N IIi F CONTRACTOR, C •I. II
<br />S
<br />INC UDINCYS 6 SAVES HARMLESS THIS ES AE llUL FOR AL COSTA IAL qq q
<br />L ,Ea 2 [
<br />INCLUOAnCIN, SYSTEM
<br />ERMOAPPELLATE FEEONS RESULTING FROM M T AL
<br />TV MIC H IS . SYSTEM .11-, Hr.. IIICTIOH P0.4TICtE BEERYIOHD THAT ■t I
<br />YNR M IS tqL F T FOR BY LOCAL. STATE, b fTCK AI O[,R 6 FAOH C i� it
<br />0[Vt EXrtP Of THIS FLAN.
<br />P EXPRESSLY P U 11, [W-ETAS! 0.ES5L PROVIDED, Minter NO ADDITIONAL yy
<br />CEpTIF[CATIOIO S, ADDITIONSONS ARE IFFIRM NKI C !1
<br />ALTERATIONS ADDITIONS TIOIJL, OR OTHER MARKINGS TO THIS p3f.UMFm p i
<br />ARE NOT PEPPANE
<br />SMALL AllO PERMANENTLY
<br />ALIDAT[ 1H1v LABELED
<br />WITHTH A TON
<br />MIN N o
<br />p7 VERY ICSMALLBONTAINNGTH IFOLLtDW INFORMATION
<br />OF(1)lADel. F e
<br />Ep FVENY 7.0 FFUC N SHUIPNING THE POLLM'VING IN fORMATION: f ��
<br />ALL AME PALM
<br />RE CH, RL 0.5 P.rID GUSSL a
<br />AS 2 PALM REACH, I FL to
<br />fA5 207. TAS 202 l TAS 203
<br />FLOpIap PROCMJCi AP PgOVAL NUMBER / CprllllRF11MX FRtlI%1K
<br />-- .'--- 20-31543
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<br />ANCHOR SPACING SCHEDULE:
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<br />ANCHOR NOTES:
<br />I RN,_TN R SCHEDULE A LIES 1CALL PRODUCTS OERTIFIEO HEREIN, BUT ONLY PROVID ES
<br />MAXIMUM ALLOWABLE ANCHOR SPACING MAXIMUM ALLOWABLE SPANS AND FNewiI RES INDICATED
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<br />r ENTER. AN PANEL FASTENER SPACING THE EX15TING STRUCTURE ANCHOR SCHEDULE E,TT D SIG RE
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<br />ETT
<br />LOAD ON SMUITF.R AND SELECT SPAN GREATER I MAN Oil EQUAL TO SHUTTER iEH SPAN .SELF CI
<br />CcNNECTII)N TYPE BASED ON APPROPRIATE- MOUNTING ,,XOWIYI(IN (SEE MOUNTING DETAILS ON
<br />'H T F F f N A EE 2 OR IDENTI RS ION OF CONVECT 1I TYPE 1.
<br />"PA F H A 3 "PAWL FASTENERS' ARE 5Ti1DS USED IN Ile UUNI;iION Wtt ll MOUNTING ExTRIJSIDrs
<br />i'F r0.AS'UOCIED ANGLE. ETC 15E s.25 J C PANEL FAST ENCN$PTABLE VALUES FUR R
<br />ALL."It.. AND TU'-HEADERS (INCLUDING Bu1LfiOUT CONOTTIONS)
<br />4 ANCHORS SIDM L BE INSTALLED IN ACCORDANCE WITH MANUFA,:TURERS' RECOMMENCATION.'-
<br />5. HOLLOW L T T HA CONFORM TO AST G90 BIACI.
<br />B OGR HOS S RUCTVRE S LL M
<br />MINIMUM M I ANCHOR
<br />6 Mill EMBED CNT SMALL 45 NOT® N NCH" .,CNEOULE.
<br />7 MIMMUM EM ECJMEAND EDGE DISTANCE EXCOI,SSTULO] FOAM, M PRDO( AND OT ER WALL
<br />LL
<br />FINISHES WAl l FINISHES SHALL BE UMIEO TO III AY P 1A11BEVERfE0BYC,THFR0
<br />DrA7ELY TRANSFER LO0.LYL 7O HOST STRUCTURE!
<br />M, GJNCRETE ANCHORS NOTED HEREIN SHALT. BF EMBEDDED TO UN CRACFED LLNCP,ETF ONLY
<br />9 WHERE EXISTTNGSIRUCTUR LS WOOD FRAMING EYISTING CONDITIONS MAY VARY. FIELD
<br />E
<br />VERIFY THAT FASTENERS ARE IN ONLY
<br />FOR IXTL E WOOD FRAMING MEMBERS, NOT PLYWWD, PA$1 P1J1NG
<br />TO PLYWCgOIS ACCEFT40lE ONLY FOR 5111E CLOSURE PIECL.
<br />10 WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMINC, FA5TENER5hALL BE LOCATED IN
<br />CENTER OF NOMINAL 2" N 4" (MIN.) WOOD STUD (%^ EDGE DISTANCE 15 ACCEPTABLE FOR WOOD
<br />FRAMING). MOOD STUD SHALL 13E'SC')THERN PINE" G-0 550R GREATER DENSITY, LAG SCREW
<br />SMALL HAVE PHILLIPS PAN HEAD OR HEX HEAD.
<br />I I RE MVABLA 1O` ARE. DEWALT PAELMATEq ALL -POINT'S SCRIDSE6 BRASS BUSHING
<br />MACHCNE S_REWS SHALL HAVE 10' MINIMUM ENGAGEMENT OF THREA C5 I NTO THE BASE
<br />ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, CA WAFER HEAD (SIDEWALK BOLT) U N.O
<br />13 MINIMUM EMBEDMENT AND EDGE DISTANCE E%CLVDES SPICCO OR OTHER WALL FINISHES
<br />l4 DESIGNATES ANCHOR QOP4JtTIONS WHICH ARF NOT ACCEPTARIF 11Sr5
<br />S * DIRFf.I MW Nn NG CTXJDITION:
<br />LE LINEAR INTERPO ATIdJ aNOT PERM[r TEL- KY{ USE WITH THE ANCHOR 5':HELULM UITED ON
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<br />a.
<br />SHEET NO.
<br />SH 1.5
<br />
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